JP3177136B2 - Casing extraction device - Google Patents
Casing extraction deviceInfo
- Publication number
- JP3177136B2 JP3177136B2 JP27010195A JP27010195A JP3177136B2 JP 3177136 B2 JP3177136 B2 JP 3177136B2 JP 27010195 A JP27010195 A JP 27010195A JP 27010195 A JP27010195 A JP 27010195A JP 3177136 B2 JP3177136 B2 JP 3177136B2
- Authority
- JP
- Japan
- Prior art keywords
- casing
- hanging
- beam member
- swingably
- members
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000000605 extraction Methods 0.000 title 1
- 239000002184 metal Substances 0.000 claims description 6
- 150000004820 halides Chemical class 0.000 claims description 2
- 239000000725 suspension Substances 0.000 description 14
- 238000005553 drilling Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、杭孔施工の際に地
中に埋め込まれたケーシングを引き抜くケーシング引抜
装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a casing pulling-out apparatus for pulling out a casing buried underground when constructing a pile hole.
【0002】[0002]
【従来の技術】従来より、リバースサーキュレーション
工法(以下、リバース工法という。)やアースドリル工
法では、杭施工時に、スタンドパイプや表層ケーシング
と呼ばれるケーシングを建込み、地表近くの孔壁の崩壊
防止等を図っている。2. Description of the Related Art Conventionally, in a reverse circulation method (hereinafter referred to as a reverse method) or an earth drill method, a stand pipe or a casing called a surface casing is erected during pile construction to prevent collapse of a hole wall near the ground surface. And so on.
【0003】そして、リバース工法では、ケーシング内
に水を注入し、ドリル先端の掘削ビットにより掘削する
と共に、土砂を泥水と共に排水して掘削している。ま
た、アースドリル工法では、ケーシング内にドリリング
バケットを挿入して、ドリリングバケットの回転により
掘削し、掘削した土砂はドリリングバケット内に取り込
む。そして、ドリリングバケットを引き上げて、排土す
るようにしている。杭孔形成後、鉄筋籠を挿入すると共
に、コンクリートを打設してから、ケーシングにワイヤ
ロープを連結し、クレーンにより地中から引き抜いてい
た。In the reverse construction method, water is injected into a casing, drilling is performed with a drill bit at the tip of a drill, and earth and sand are drained together with muddy water for drilling. In the earth drilling method, a drilling bucket is inserted into a casing, drilling is performed by rotating the drilling bucket, and the excavated earth and sand is taken into the drilling bucket. Then, the drilling bucket is raised to discharge the soil. After the formation of the pile hole, the steel cage was inserted and the concrete was cast, and then the wire rope was connected to the casing and pulled out from the ground by a crane.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、ケーシ
ングには孔壁からの側圧が加わっており、容易には引き
抜けず、場合によっては、ワイヤロープが破断し、特
に、ケーシングを建て込んでいた期間が長いと、大きな
引抜力を必要とし、引抜が容易でないという問題があっ
た。However, since the casing is subjected to lateral pressure from the hole wall, the casing cannot be easily pulled out, and in some cases, the wire rope breaks, particularly during the period when the casing is erected. When the length is long, there is a problem that a large pulling force is required and the pulling out is not easy.
【0005】本発明の課題は、ケーシングを容易に引き
抜くことができるケーシング引抜装置を提供することに
ある。[0005] An object of the present invention is to provide a casing withdrawing device that can easily pull out a casing.
【0006】[0006]
【課題を解決するための手段】かかる課題を達成すべ
く、本発明は課題を解決するため次の手段を取った。即
ち、地中に建て込んだケーシングの両側に設置される一
対のジャッキを備え、該ジャッキ間に梁部材を前記ケー
シング上を横切って張り渡すと共に、該梁部材にクレー
ンのワイヤロープが掛けられる掛金部材を取り付け、前
記梁部材に前記ケーシングの直径に応じた間隔で一対の
吊り金具を揺動可能に垂下し、該吊り金具と前記ケーシ
ングとを接続することを特徴とするケーシング引抜装置
がそれである。In order to achieve the above object, the present invention takes the following means to solve the problem. That is, a pair of jacks installed on both sides of the casing that built up in the ground, with halides to the beam member across the top the casing between the jack, clays the beams member
Attach the latch member on which the wire rope of
Serial suspended a pair of lifting lugs swingably at intervals corresponding to the diameter of the casing to the beam member, a casing extracting device, characterized in that for connecting the casing and該吊Ri fitting is it.
【0007】また、前記吊り金具は、前記梁部材に水平
に支持した支点軸に揺動可能に、かつ、摺動可能に垂下
してもよく、更に、前記吊り金具は、前記支点軸に揺動
可能に、かつ、摺動可能に垂下された第1吊り金具と、
該第1吊り金具に揺動可能に連結され前記ケーシングに
接続される第2吊り金具とを備えてもよい。[0007] The hanging bracket may swing and slidably hang on a fulcrum shaft horizontally supported by the beam member. Further, the hanging bracket may swing on the fulcrum shaft. A first hanging bracket movably and slidably suspended,
A second suspension fitting may be provided that is swingably connected to the first suspension fitting and is connected to the casing.
【0008】あるいは、前記梁部材は、軸方向に伸縮可
能としてもよく、また、前記梁部材は、分割してその間
に延長部材を介装可能としてもよい。Alternatively, the beam member may be expandable and contractible in the axial direction, and the beam member may be divided so that an extension member can be interposed therebetween.
【0009】[0009]
【発明の実施の形態】以下本発明の実施の形態を図面に
基づいて詳細に説明する。図1に示すように、1はケー
シングで、杭孔の施工時に図示しないバイブロハンマ等
により建て込まれる。ケーシング1には、図4に示すよ
うに、その上縁に一対の貫通孔2,4が予め穿設されて
いる。Embodiments of the present invention will be described below in detail with reference to the drawings. As shown in FIG. 1, reference numeral 1 denotes a casing, which is built by a vibrohammer or the like (not shown) when a pile hole is constructed. As shown in FIG. 4, a pair of through-holes 2 and 4 are formed in the upper edge of the casing 1 in advance.
【0010】そして、ケーシング1の両側には一対の油
圧ジャッキ6,8が設置されており、油圧ジャッキ6,
8は油圧シリンダ10,12を備え、油圧シリンダ1
0,12のロッド側がベース14,16に固定されてい
る。そして、両ベース14,16には、それぞれ一対の
ガイド板18〜21が油圧シリンダ10,12に沿って
立設されており、油圧シリンダ10,12のシリンダチ
ューブ外周を摺動可能に支持している。A pair of hydraulic jacks 6 and 8 are provided on both sides of the casing 1.
8 is provided with hydraulic cylinders 10 and 12;
The rod sides 0 and 12 are fixed to the bases 14 and 16. A pair of guide plates 18 to 21 are provided on the bases 14 and 16 along the hydraulic cylinders 10 and 12, respectively, and slidably support the outer circumference of the cylinder tubes of the hydraulic cylinders 10 and 12. I have.
【0011】また、両油圧シリンダ10,12のシリン
ダチューブ側には、それぞれ取付台22,24が対向し
て固定されており(図4参照)、取付台22,24に
は、梁部材26の両端の固定台28,30が固定されて
いる。梁部材26は、ケーシング1上を横切って取付台
22,24間に張り渡されている。Mounting bases 22 and 24 are fixed to the cylinder tubes of the hydraulic cylinders 10 and 12 so as to face each other (see FIG. 4). Fixed bases 28 and 30 at both ends are fixed. The beam member 26 extends between the mounts 22 and 24 across the casing 1.
【0012】梁部材26の下面には、一対の支点軸3
2,34が梁部材26の下面から突出された支持部材3
6〜39に挿着されて支持されている。両支点軸32,
34の間隔は、ケーシング1の直径とほぼ等しくなるよ
うに配置されている。尚、梁部材26の上面には、一対
の掛金部材40,42が所定間隔で取り付けられてい
る。On the lower surface of the beam member 26, a pair of fulcrum shafts 3 are provided.
Support members 3 projecting from the lower surface of beam member 26
6 to 39 are inserted and supported. Both fulcrum shafts 32,
The intervals of 34 are arranged so as to be substantially equal to the diameter of the casing 1. A pair of latch members 40 and 42 are mounted on the upper surface of the beam member 26 at predetermined intervals.
【0013】両支点軸32,34には、それぞれ第1吊
り金具44,46が揺動可能に、かつ、支点軸32,3
4の軸方向に摺動可能に挿着されて垂下されている。第
1吊り金具44,46には、第2吊り金具48,50が
ピン52,54により揺動可能に連結されて垂下されて
いる。第2吊り金具48,50は、ケーシング1の貫通
孔2,4に挿入されたボルト56,58により、ケーシ
ング1に接続されている(図4参照)。尚、本実施例で
は第1吊り金具44,46、第2吊り金具48,50、
ピン52,54により吊り金具を構成しているが、第1
吊り金具44,46と第2吊り金具48,50とを一体
の部材により構成しても実施可能である。The first suspension brackets 44 and 46 are swingable on the two fulcrum shafts 32 and 34, respectively.
4 is slidably inserted in the axial direction and hangs down. Second suspending members 48 and 50 are swingably connected to the first suspending members 44 and 46 by pins 52 and 54 and are suspended therefrom. The second suspension fittings 48, 50 are connected to the casing 1 by bolts 56, 58 inserted into the through holes 2, 4 of the casing 1 (see FIG. 4). In the present embodiment, the first hanging members 44 and 46, the second hanging members 48 and 50,
Although the hanging bracket is constituted by the pins 52 and 54, the first
The present invention is also applicable to the case where the hanging metal fittings 44 and 46 and the second hanging metal fittings 48 and 50 are constituted by an integral member.
【0014】次に、前述した本実施例のケーシング引抜
装置の作動について説明する。杭孔に鉄筋籠を挿入し、
コンクリートを打設した後、ケーシング1を引き抜く際
に、図2(イ)に示すように、掛金部材40,42にワ
イヤロープ60を掛ける。図示しないクレーンにより吊
り上げ、両油圧ジャッキ6,8がケーシング1の両側
に、そして、梁部材26がケーシング1の中心を通って
横切るように設置する。Next, the operation of the above-described casing extracting device of the present embodiment will be described. Insert a steel cage into the pile hole,
After the concrete is cast, when the casing 1 is pulled out, the wire ropes 60 are hung on the latch members 40 and 42 as shown in FIG. Lifted by a crane (not shown), the hydraulic jacks 6 and 8 are installed on both sides of the casing 1 and the beam members 26 are traversed through the center of the casing 1.
【0015】その後、第1吊り金具44,46及び第2
吊り金具48,50がケーシング1の直径に応じた間隔
となるように、第1吊り金具44,46を支点軸32,
34に沿って摺動させる。間隔を調整した後、第2吊り
金具48,50とケーシング1とをボルト56,58に
より接続する。Thereafter, the first suspension fittings 44, 46 and the second
The first hanging members 44, 46 are connected to the fulcrum shaft 32, so that the hanging members 48, 50 are spaced according to the diameter of the casing 1.
Slide along 34. After adjusting the interval, the second suspension fittings 48, 50 and the casing 1 are connected by bolts 56, 58.
【0016】そして、油圧シリンダ10,12を伸長側
に駆動して梁部材26を上昇させる。よって、図2
(ロ)に示すように、支持部材36〜39、支点軸3
2,34、第1吊り金具44,46、ピン52,54、
第2吊り金具48,50、ボルト56,58を介してケ
ーシング1が地中から引き抜かれる。ケーシング1は少
しでも地中から引き抜かれると、ケーシング1外周と孔
壁との摩擦抵抗が急激に減少し、その後は小さな力で引
き抜くことができるようになる。よって、油圧シリンダ
10,12は、ケーシング1を完全に引き抜くストロー
クは必要としない。Then, the hydraulic cylinders 10, 12 are driven to the extension side to raise the beam member 26. Therefore, FIG.
As shown in (b), the support members 36 to 39, the fulcrum shaft 3
2, 34, first suspension fittings 44, 46, pins 52, 54,
The casing 1 is pulled out from the ground via the second suspension fittings 48, 50 and the bolts 56, 58. When the casing 1 is pulled out from the ground at all, the frictional resistance between the outer periphery of the casing 1 and the hole wall is sharply reduced, and thereafter, the casing 1 can be pulled out with a small force. Therefore, the hydraulic cylinders 10 and 12 do not need a stroke to completely pull out the casing 1.
【0017】油圧シリンダ10,12を最大伸長した後
は、図示しないクレーンにより、全体を吊り上げ、ケー
シング1を完全に引き抜く。また、油圧シリンダ10,
12を縮小側に駆動し、クレーンによりケーシング1を
杭孔から離れた場所に移動して、ゆっくりと地上に降ろ
す。After the hydraulic cylinders 10 and 12 are fully extended, the whole is lifted by a crane (not shown) and the casing 1 is completely pulled out. Also, the hydraulic cylinder 10,
Then, the casing 1 is driven to the reduction side, and the casing 1 is moved to a place away from the pile hole by the crane, and is slowly lowered to the ground.
【0018】このとき、図2(ニ)に示すように、ケー
シング1を地面に接触させた後、クレーンによりケーシ
ング引抜装置を横に移動させながら降ろすと、ケーシン
グ1が横倒しされる。その際、第1吊り金具44,46
及び第2吊り金具48,50が支点軸34、ピン52,
54、ボルト56,58の廻りに相対的に揺動して、ケ
ーシング引抜装置は、ワイヤロープ60に垂直に吊下げ
られた状態に維持される。At this time, as shown in FIG. 2D, when the casing 1 is brought into contact with the ground and then lowered by moving the casing pulling device sideways by a crane, the casing 1 is turned over. At that time, the first suspension fittings 44, 46
And the second suspension fittings 48 and 50 include the fulcrum shaft 34, the pin 52,
By swinging relatively around the bolts 54 and the bolts 56 and 58, the casing pulling device is maintained in a state of being suspended vertically from the wire rope 60.
【0019】そして、図2(ホ)に示すように、ケーシ
ング1が完全に横倒しされた後、ボルト56,58を外
して、第2吊り金具48,50とケーシング1との接続
を解除する。次に、図2(ヘ)に示すように、ケーシン
グ引抜装置を地上に降ろして、作業を終了する。Then, as shown in FIG. 2 (e), after the casing 1 is completely laid down, the bolts 56, 58 are removed, and the connection between the second hanging members 48, 50 and the casing 1 is released. Next, as shown in FIG. 2 (f), the casing extracting device is lowered onto the ground, and the operation is completed.
【0020】次に、前述した実施例とは異なる第2実施
例について図4によって説明する。尚、前述した実施例
と同じ部材については同一番号を付して詳細な説明を省
略する。以下同様。本第2実施例では、前述した梁部材
26が異なり、第2実施例の梁部材70は、それぞれ固
定台28,30が取り付けられた角筒部材72,74を
備え、両角筒部材72,74には、I形鋼からなる連結
部材76が摺動可能に挿入されている。両固定台28,
30と連結部材76とは、それぞれシリンダ78,80
により接続されている。Next, a second embodiment different from the above-described embodiment will be described with reference to FIG. The same members as those in the above-described embodiment are denoted by the same reference numerals, and detailed description thereof will be omitted. The same applies hereinafter. The beam member 26 of the second embodiment differs from the beam member 26 of the second embodiment in that the beam members 70 of the second embodiment include square tube members 72 and 74 to which the fixing bases 28 and 30 are attached, respectively. , A connecting member 76 made of I-shaped steel is slidably inserted. Both fixed bases 28,
30 and the connecting member 76 are connected to cylinders 78 and 80, respectively.
Are connected by
【0021】シリンダ78,80を伸縮駆動することに
より、両油圧ジャッキ6,8の間隔を変更することがで
きると共に、第1吊り金具44,46、第2吊り金具4
8,50の間隔を変更することができ、種々の直径のケ
ーシング1に対応することができる。By extending and retracting the cylinders 78 and 80, the distance between the two hydraulic jacks 6 and 8 can be changed, and the first suspension fittings 44 and 46 and the second suspension fitting 4 can be changed.
The intervals of 8,50 can be changed, and it can correspond to the casing 1 of various diameters.
【0022】次、第3実施例について、図5によって説
明する。この第3実施例の梁部材90は、それぞれ固定
台28,30が取り付けられた腕部材92,94を備
え、腕部材92,94にはそれぞれ対向してフランジ部
96,98が設けられている。腕部材92,94の間に
は、両端にフランジ部100,102が設けられた延長
部材104が介装されており、各フランジ部96,9
8,100,102が図示しないボルトにより接合され
ている。Next, a third embodiment will be described with reference to FIG. The beam member 90 of the third embodiment includes arm members 92 and 94 to which the fixing bases 28 and 30 are attached, respectively, and the arm members 92 and 94 are provided with flange portions 96 and 98 facing each other. . An extension member 104 provided with flange portions 100 and 102 at both ends is interposed between the arm members 92 and 94, and each of the flange portions 96 and 9 is provided.
8, 100 and 102 are joined by bolts (not shown).
【0023】長さの異なる種々の延長部材104を予め
用意し、延長部材104を交換することにより、第2実
施例と同様に、両油圧ジャッキ6,8の間隔を変更する
ことができると共に、第1吊り金具44,46、第2吊
り金具48,50の間隔を変更することができ、種々の
直径のケーシング1に対応することができる。しかも、
簡単な構成で実施できる。By preparing various extension members 104 having different lengths in advance and exchanging the extension members 104, it is possible to change the interval between the two hydraulic jacks 6, 8 as in the second embodiment. The distance between the first hanging members 44 and 46 and the second hanging members 48 and 50 can be changed, so that the casing 1 can have various diameters. Moreover,
It can be implemented with a simple configuration.
【0024】以上本発明はこの様な実施例に何等限定さ
れるものではなく、本発明の要旨を逸脱しない範囲にお
いて種々なる態様で実施し得る。As described above, the present invention is not limited to such an embodiment, and can be implemented in various modes without departing from the gist of the present invention.
【0025】[0025]
【発明の効果】以上詳述したように本発明のケーシング
引抜装置は、ケーシングに吊り金具を接続して、ジャッ
キによりケーシングを引き抜くので、ケーシングを確実
に、かつ容易に引き抜くことができ、吊り金具が揺動す
るので引き抜いた後のケーシングを横倒しにすることも
容易にできる。また、吊り金具を支持軸に摺動可能とす
ることにより、ケーシング1の外周に吊り金具の位置を
容易に合わせることができる。更に、梁部材を軸方向に
伸縮、延長部材を介装可能とすることにより、種々の直
径のケーシングに対応することができる。As described in detail above, the casing pulling device of the present invention connects the hanging metal to the casing and pulls out the casing by the jack, so that the casing can be pulled out reliably and easily. Swings, so that the casing after being pulled out can be easily turned over. Further, by making the hanging metal slidable on the support shaft, the position of the hanging metal can be easily adjusted to the outer periphery of the casing 1. Further, by allowing the beam member to expand and contract in the axial direction and to allow the extension member to be interposed, it is possible to cope with casings having various diameters.
【図1】本発明の一実施例としてのケーシング引抜装置
の斜視図である。FIG. 1 is a perspective view of a casing extracting device as one embodiment of the present invention.
【図2】本実施例のケーシング引抜装置を用いた引抜の
手順を示す説明図である。FIG. 2 is an explanatory diagram showing a procedure of drawing using the casing drawing device of the present embodiment.
【図3】本実施例のケーシング引抜装置を用いた引抜後
のケーシングを横倒しにする手順を示す説明図である。FIG. 3 is an explanatory view showing a procedure for turning over a casing after being pulled out using the casing pulling-out device of the present embodiment.
【図4】第2実施例のケーシング引抜装置の正面図であ
る。FIG. 4 is a front view of a casing extracting device according to a second embodiment.
【図5】第3実施例のケーシング引抜装置の正面図であ
る。FIG. 5 is a front view of a casing extracting device according to a third embodiment.
1…ケーシング 6,8…油圧ジャッキ 26,70,90…梁部材 32,34…支点軸 44,46…第1吊り金具 48,50…第2吊り金具 104…延長部材 DESCRIPTION OF SYMBOLS 1 ... Casing 6,8 ... Hydraulic jack 26, 70, 90 ... Beam member 32, 34 ... Support shaft 44, 46 ... 1st suspension fitting 48, 50 ... 2nd suspension fitting 104 ... Extension member
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E02D 9/02 ──────────────────────────────────────────────────続 き Continued on front page (58) Field surveyed (Int.Cl. 7 , DB name) E02D 9/02
Claims (5)
置される一対のジャッキを備え、該ジャッキ間に梁部材
を前記ケーシング上を横切って張り渡すと共に、該梁部
材にクレーンのワイヤロープが掛けられる掛金部材を取
り付け、前記梁部材に前記ケーシングの直径に応じた間
隔で一対の吊り金具を揺動可能に垂下し、該吊り金具と
前記ケーシングとを接続することを特徴とするケーシン
グ引抜装置。[Claim 1 further comprising a pair of jacks installed on both sides of the casing that built up in the ground, with halides to the beam member across the top the casing between the jack, the beams portion
Remove the latch member on which the wire rope of the crane is
Ri with said pair of lifting lugs at intervals corresponding to the diameter of the casing on the beam member swingably suspended, casing extracting device, characterized in that for connecting the casing and該吊Ri fitting.
持した支点軸に揺動可能に、かつ、摺動可能に垂下した
ことを特徴とする請求項1記載のケーシング引抜装置。2. The casing pulling-out device according to claim 1, wherein the hanging bracket is swingably and slidably hung on a fulcrum shaft horizontally supported by the beam member.
に、かつ、摺動可能に垂下された第1吊り金具と、該第
1吊り金具に揺動可能に連結され前記ケーシングに接続
される第2吊り金具とを備えたことを特徴とする請求項
2記載のケーシング引抜装置。3. The hanging member is swingably and slidably suspended on the fulcrum shaft, and is slidably suspended on the first hanging member. The first hanging member is swingably connected to the first hanging member and connected to the casing. The casing pulling device according to claim 2, further comprising a second hanging metal fitting.
ことを特徴とする請求項1ないし請求項3記載のケーシ
ング引抜装置。4. The casing pulling device according to claim 1, wherein the beam member is capable of extending and contracting in an axial direction.
材を介装可能としたことを特徴とする請求項1ないし請
求項3記載のケーシング引抜装置。5. The casing extracting device according to claim 1, wherein the beam member is divided so that an extension member can be interposed therebetween.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27010195A JP3177136B2 (en) | 1995-10-18 | 1995-10-18 | Casing extraction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27010195A JP3177136B2 (en) | 1995-10-18 | 1995-10-18 | Casing extraction device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH09111763A JPH09111763A (en) | 1997-04-28 |
| JP3177136B2 true JP3177136B2 (en) | 2001-06-18 |
Family
ID=17481555
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP27010195A Expired - Fee Related JP3177136B2 (en) | 1995-10-18 | 1995-10-18 | Casing extraction device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3177136B2 (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3658582B2 (en) * | 2002-09-24 | 2005-06-08 | 東日本旅客鉄道株式会社 | Existing pile removal method and lifting device |
| CN101831913A (en) * | 2010-04-23 | 2010-09-15 | 武汉一冶交通工程有限责任公司 | Method for jacking steel casting of bored pile by using jacks |
| JP6063227B2 (en) * | 2012-11-30 | 2017-01-18 | 日本ヒューム株式会社 | Pile hanging device, pile, and pile burying method |
| CN106013152B (en) * | 2016-06-08 | 2018-02-02 | 中国十七冶集团有限公司 | A kind of cast-in-situ bored pile steel pile casting recycling installment without damage |
| KR102414165B1 (en) * | 2021-11-22 | 2022-06-28 | (주)화성에스엔씨 | Pipe drawing device for groundwater level measurement |
| CN115613574A (en) * | 2022-11-25 | 2023-01-17 | 三峡珠江发电有限公司 | Device and method for removing steel pipe piles for offshore wind power under deep water conditions |
| CN116905489A (en) * | 2023-05-23 | 2023-10-20 | 山东省水利工程局有限公司 | Nondestructive recovery device for steel casing of bored pile |
-
1995
- 1995-10-18 JP JP27010195A patent/JP3177136B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH09111763A (en) | 1997-04-28 |
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